Water Resources Department Tender

Providing stone chips under stone pitching,etc. complete with all leads, all lifts and cost of all materials as per drawing, specification and as directed by Engineer-in-Charge.

Resetting stone chips under stone pitching,etc. complete with all leads, all lifts and cost of all materials as per drawing, specification and as directed by Engineer-in-Charge.

Providing and laying of 22 cm thick dry stone pitching, etc. complete with all leads, all lifts and cost of all materials as per drawing, specification and as directed by Engineer-in-Charge.

Resetting of stone pitching, etc. complete with all leads, all lifts and cost of all materials as per drawing, specification and as directed by Engineer-in-Charge.

Providing and placing in position cement concrete 1:2:4 IS:3873 with graded stone ballast of maximum size 40 mm for pier, abutments, returns/wings including mechnical mixing, form work, vibration finishing making 10 mm wide grooves, curing, cleaning etc., complete with all leads, all lifts and cost of all materials as per drawing, specification and as directed by Engineer-in-Charge.

Providing and laying in position cement concrete 1:2:4 with graded metal of maximum size 20 mm including mechnical mixing, form work, tamping, vibration, finishing, curing, cleaning etc. complete with all leads, all lifts and cost of all materials as per drawing, specification and as directed by Engineer-in-Charge.

Providing and placing in position cast insitu M-20 concrete for RCC work (excluding cost of reinforcement) including form work, mechanical mixing, laying, mechanical vibrating, curing and finishing with graded metal of maximum size of 20 mm etc. complete including all lead, lifts and cost of all materials as per design, drawings, specifications and as directed by Engineer-in-charge.

Supplying and fixing Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 reinforcement bars for RCC including cleaning, straightening, cutting, bending, all handling, placing in position and binding with 0.90 mm annealed binding wire confirming to I.S. 280-1978 (including cost of binding wire) etc. complete including all lead, lifts and cost of all materials as per drawings, specifications and as directed by the Engineer-in-charge.

Providing and laying in position cement concrete with graded metal of maximum size 40mm for in situ concrete blocks in drainage bed, laid alternately, including form work, vibration, tamping, finishing, curing cleaning of joints etc., complete - (b) 1:3:6 concrete

Providing and laying of hard moorum for bund top & Compaction of earth work at optimum moisture content to dry density not below 90% by light rollers i.e. non – powered rollers or sheep foot earth masters or hand rammers etc. complete with all lead, lifts and cost of all materials complete as per design, drawing, specification and as directed by Engineer-in-Charge.

Preparation of surface for turfing i/c laying of 15 cm. thick layer of good soil on top in 7.5 cm. layer surface watering and light ramming and turfing on prepared surface with seeds and sods etc. complete. with all leads, all lifts and cost of all materials complete as per drawing, specification and as directed by Engineer-in-Charge.

Providing filter blanket, horizontally, Including laying, spreading, packing etc., in layers of required thickness Metal 40 mm nominal size and Sand passing through 4.75 mm screen etc. complete. with all leads, all lifts and cost of all materials complete as per drawing, specification and as directed by Engineer-in-Charge.

Providing and fixing P.V.C. pipe 100 mm dia with grating for weep holes in abutments wing walls and return walls etc. complete. with all leads, all lifts and cost of all materials complete as per drawing, specification and as directed by Engineer-in-Charge.

Filling foundation around masonry works with materials obtained from spoils including watering and ramming etc. complete including all leads, all lifts and cost of all materials as per drawing, specification and as directed by Engineer-in-Charge.

Providing and fixing in position NP2 hume pipe of 150 mm dia for bridges & Canal structures including handling toeing, filling the joints with filler material and cement mortar 1:3 with ends of the pipes suitable for flush joints conforming to IS: 458/2003 (Fourth Revision) curing etc. complete including all leads, all lifts and cost of all materials as per approved drawing, specification and as directed by the Engineer-in-Charge.

Providing and fixing in position NP2 hume pipe of 900 mm dia for bridges & Canal structures including handling toeing, filling the joints with filler material and cement mortar 1:3 with ends of the pipes suitable for flush joints conforming to IS: 458/2003 (Fourth Revision) curing etc. complete including all leads, all lifts and cost of all materials as per approved drawing, specification and as directed by the Engineer-in-Charge.

Filling foundation 40 mm metal and hard moorum including watering and ramming etc. complete including all leads, all lifts and cost of all materials as per drawing, specification and as directed by Engineer-in-Charge.

Providing and fixing in position NP3 hume pipe of 600 mm dia for bridges & Canal structures including handling toeing, filling the joints with filler material and cement mortar 1:3 with ends of the pipes suitable for flush joints conforming to IS: 458/2003 (Fourth Revision) curing etc. complete including all leads, all lifts and cost of all materials as per approved drawing, specification and as directed by the Engineer-in-Charge.

Fabrication, supply & Erection of water tight structural steel sliding type low head gate for dam head sluice and canals with gate leaf and frame as per IS: 5620 complete with brass/stainless steel lining of appropriate size for seals seats and sill and seals of rubber/ metal, guides, hoisting rod, screw hoist and duly painted gates and all other parts of gate arrangements, exposed embedded parts and all un-machined ferrous surfaces, exposed to water, as per IS 14177-94, for which surface preparation by blast cleaning of Class “B”, primer coat (one coat) of inorganic Zinc silicate (preferable airless spray) or alternatively, two coats of zinc rich primer (containing not less than 85% zinc on dry film), to give dry film thickness of 70 ± 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint, using airless spray, to provide dry film thickness of 150 ± 5 microns per coat thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns. This will include expenses on mobilisation & demobilisation of equipments. etc. complete including all lead, lifts and cost of all materials as per drawings, specifications and as directed by Engineer-in-charge

Providing and placing in position cement concrete 1:2:4 with 40 mm graded stone ballast for in-situ sleepers including mechanical mixing, form work, vibration, finishing, curing, cleaning in canal bed and side slopes etc. complete including all leads, all lifts and cost of all materials as per approved drawing, specification and as directed by the Engineer-in-Charge..

Tamping in canal bed and side slopes including saturation up to 30 cm depth for preparation of earthen sub-grade before laying in-situ cement concrete lining etc. complete including all leads, all lifts and cost of all materials as per drawing, specification and as directed by Engineer-in-Charge.

Providing and fixing in position LDPE film of 150 Micron (0.15 mm) ISI Mark 2508 (Grade 231), including heat-sealed joints at ends as per IS:9698 in canal bed and side slope etc. complete including all leads, all lifts and cost of all materials as per drawing, specification and as directed by Engineer-in-Charge.

Providing and placing in position cement concrete of 1:2:4 with 20 mm graded stone ballast for in-situ lining in canal bed and side slopes and curvature including mechnical mixing, form work for laying in panels, screeding the surface of side slopes with winch operated slip form, finishing, making grooves as per IS:3873-1993, finishing, vibration curing for 28 days by constructing brick masonry drains with weep holes or perforated pipes on the coping at the top of lining or by sprinklers, cleaning etc. complete including all leads, all lifts and cost of all materials as per drawing, specification and as directed by Engineer-in-Charge.

Providing and placing in position cement concrete 1:2:4 IS:3873 with graded stone ballast of maximum size 40 mm for safety ladder, pier, abutments, returns/wings including mechnical mixing, form work, vibration finishing making 10 mm wide grooves, curing, cleaning etc., complete with all leads, all lifts and cost of all materials as per drawing, specification and as directed by Engineer-in-Charge.

Providing and laying approved cohesive non swelling (C.N.S.) soil in canal bed and slops including dressing breaking of clods, laying in layers of 15 cm thick horizontally, pride cutting and finish, including 50m lead and 1.5m lift., watering & Compaction of earth work at optimum moisture content to dry density not below 90% by light rollers i.e. non – powered rollers or sheep foot earth masters or hand rammers etc. complete with all lead, lifts and cost of all materials complete as per design, drawing, specification and as directed by Engineer-in-Charge.

Providing and placing in position porous concrete (1 cement : 4 metal of maximum size 40mm) drains, including all lifts, shuttering, curing, cleaning during construction, etc. complete in all respect etc., complete including all leads, all lifts and cost of all materials complete as per approved drawing, specification and as directed by the Engineer-in-Charge.

Providing and laying filter materials for drains consisting of sand and gravel of nominal size 10mm, 20mm and 40mm, etc. complete with all lead, lifts and cost of all materials complete as per approved drawing, specification and as directed by the Engineer-in-Charge.

Construction of dowels, 30cm wide on top and 30cm in height (1:5:1 side slopes) on the canal banks, etc. complete including all leads, all lifts and cost of all materials as per drawing, specification and as directed by Engineer-in-Charge.